US9617425B1 - Asphalt mixture, process for production of same, and paving method using same - Google Patents

Asphalt mixture, process for production of same, and paving method using same Download PDF

Info

Publication number
US9617425B1
US9617425B1 US15/175,678 US201615175678A US9617425B1 US 9617425 B1 US9617425 B1 US 9617425B1 US 201615175678 A US201615175678 A US 201615175678A US 9617425 B1 US9617425 B1 US 9617425B1
Authority
US
United States
Prior art keywords
lubricative solidification
asphalt
asphalt mixture
solidification material
acid
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
US15/175,678
Inventor
Hirochika MORIYASU
Kentaro KOSHI
Hiroshi Taniguchi
Keigo Hatakeyama
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Maeda Road Construction Co Ltd
Original Assignee
Maeda Road Construction Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Maeda Road Construction Co Ltd filed Critical Maeda Road Construction Co Ltd
Assigned to MAEDA ROAD CONSTRUCTION CO., LTD reassignment MAEDA ROAD CONSTRUCTION CO., LTD ASSIGNMENT OF ASSIGNORS INTEREST (SEE DOCUMENT FOR DETAILS). Assignors: HATAKEYAMA, KEIGO, KOSHI, Kentaro, MORIYASU, Hirochika, TANIGUCHI, HIROSHI
Application granted granted Critical
Publication of US9617425B1 publication Critical patent/US9617425B1/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • C—CHEMISTRY; METALLURGY
    • C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L95/00—Compositions of bituminous materials, e.g. asphalt, tar, pitch
    • C—CHEMISTRY; METALLURGY
    • C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08K—Use of inorganic or non-macromolecular organic substances as compounding ingredients
    • C08K5/00—Use of organic ingredients
    • C08K5/04—Oxygen-containing compounds
    • C08K5/09—Carboxylic acids; Metal salts thereof; Anhydrides thereof
    • C—CHEMISTRY; METALLURGY
    • C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
    • C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
    • C08L91/00—Compositions of oils, fats or waxes; Compositions of derivatives thereof
    • Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00—Adapting or protecting infrastructure or their operation
    • Y02A30/30—Adapting or protecting infrastructure or their operation in transportation, e.g. on roads, waterways or railways

Definitions

  • the present invention relates to an asphalt mixture to be used for road pavement and a process for production of the same, and also relates to a paving method using the same.
  • a hot asphalt mixture is usually used under an initial compacting temperature within a range of 110-140° C., such as provided by Pavement Construction Handbook (“Hosou Sekou Binran” in Japanese).
  • Pavement Construction Handbook (“Hosou Sekou Binran” in Japanese).
  • the available period of time is until the temperature of the mixture decreases. Therefore, the application of the hot asphalt mixture may be difficult under various conditions, such as when a small amount of the mixture is divided to be used several times, when the mixture is transported for a long period of time, and when the constructed thickness is thin, such as in a thin layer overlay method, and the temperature significantly decreases immediately after the mixture is spread.
  • a hot asphalt mixture that uses a warm-mix technique and an ordinary temperature construction-type asphalt mixture are focused.
  • the hot asphalt mixture that uses a warm-mix technique i.e. a warm-mix asphalt mixture, is generally said to be able to extend the available temperature range of the hot asphalt mixture toward the lower limit side by about 30° C.
  • the ordinary temperature construction-type asphalt mixture is an asphalt mixture that is said to allow the pavement construction under ordinary temperatures (100° C. or lower).
  • a so-called cutback asphalt mixture is proposed in which the viscosity of the asphalt mixture is forcibly reduced using a mineral oil or the like.
  • the cutback asphalt mixture as disclosed in JP11-12475A, the asphalt is softened using a cutback material such as a mineral oil, and the strength of the asphalt mixture is developed as the cutback material is volatilized.
  • An ordinary temperature construction-type asphalt mixture using an asphalt emulsion is also proposed, but the mixture has a relatively low strength even though the aggregate is not required to be heated and dried, and the applicable field may be limited because the decomposition rate of the asphalt emulsion may have to be taken into consideration.
  • the asphalt emulsion may possibly flow out if it rains before the emulsion is decomposed after the pavement construction.
  • JP Patent No. 5583978 discloses an ordinary temperature construction-type asphalt mixture that can be constructed under ordinary temperatures.
  • This asphalt mixture uses a tall oil fatty acid as the cutback material (see, for example, “Naval Stores -Production- -Chemistry- -Utilization-” (published by Harima Chemicals Group, Inc., June 1993), line 10 of page 474 to line 9 of page 475).
  • the tall oil fatty acid acts to reduce the viscosity of the asphalt mixture thereby to allow the pavement construction under ordinary temperatures.
  • the tall oil fatty acid as the cutback material reacts with the cement after the pavement construction so as to act as a curing agent, which can thereby develop a sufficient strength.
  • an asphalt mixture that can be constructed under ordinary temperatures or under temperatures within a warm temperature region
  • the pavement body after the construction is required to have improved characteristics, such as further enhanced strength, durability, and flexibility. Therefore, an asphalt mixture is desired which can improve these characteristics and which can be constructed under ordinary temperatures or under temperatures within a warm temperature region.
  • the present invention has been proposed in view of the above, and an object of the present invention is to provide an asphalt mixture that can develop the strength within a relatively short time after the pavement construction and can give a pavement body having enhanced strength and durability and excellent in the flexibility.
  • a lubricative solidification material that contains an oleic acid at a ratio of 67 to 85 wt % and an alkaline additive material are added to and mixed with an aggregate and an asphalt to decrease the viscosity of the asphalt thereby to allow the pavement construction under temperatures within a low temperature region to ordinary temperatures and further to temperatures within a warm temperature region (e.g. ⁇ 20° C. to 120° C., preferably ⁇ 10° C.
  • the present inventors have found that, by using a lubricative solidification material that contains an oleic acid at a ratio of 67 to 85 wt %, the obtained pavement body can have enhanced strength and durability and can be excellent in the flexibility while allowing the pavement construction under ordinary temperatures or under temperatures within a warm temperature region.
  • the present invention has thus been accomplished.
  • an asphalt mixture comprising an aggregate, an asphalt, a lubricative solidification material and an alkaline additive material that are mixed together, wherein the lubricative solidification material contains an oleic acid at a ratio of 67 to 85 wt %.
  • a paving method comprising: adding a hardening accelerator to the above asphalt mixture; and subjecting the lubricative solidification material and the alkaline additive material to a saponification reaction or a neutralization reaction thereby to enhance the strength.
  • a process for production of the above asphalt mixture comprising: a first step of mixing an aggregate heated to 100-170° C. and an asphalt heated to 130-170° C. using a mixing apparatus; a second step of adding and mixing the lubricative solidification material to a mixture obtained in the first step; and a third step of adding and mixing the alkaline additive material to a mixture obtained in the second step.
  • the lubricative solidification material having a low viscosity is added thereby to allow the pavement construction under temperatures within a low temperature region to ordinary temperatures and further to temperatures within a warm temperature region (e.g. ⁇ 20° C. to 120° C., preferably ⁇ 10° C. to 100° C.), while the hardening accelerator is fed at the time of pavement construction so that the alkaline additive material in the mixture is ionically decomposed thereby to undergo a saponification reaction or neutralization reaction with the lubricative solidification material, and a high strength can thus be developed at an early stage.
  • a warm temperature region e.g. ⁇ 20° C. to 120° C., preferably ⁇ 10° C. to 100° C.
  • a lubricative solidification material that contains an oleic acid at a ratio of 67 to 85 wt % is used, and therefore a pavement body can be obtained which has enhanced strength and durability and which is excellent in the flexibility while allowing the pavement construction under ordinary temperatures or under temperatures within a warm temperature region.
  • the sole FIGURE is an explanatory diagram illustrating the concept of pavement construction temperature range for each of the asphalt mixture according to the present invention and a conventional asphalt mixture.
  • the asphalt mixture according to the present invention comprises an aggregate, an asphalt, a lubricative solidification material and an alkaline additive material that are mixed together, and is characterized in that the lubricative solidification material contains an oleic acid at a ratio of 60 to 85 wt %.
  • the asphalt mixture according to the present invention is designed such that a hardening accelerator is added to the mixture at the time of pavement construction so that the lubricative solidification material undergoes a saponification reaction or neutralization reaction with an alkaline component that is originated from the alkaline additive material, and the strength is thereby enhanced.
  • water or the like may be used as the hardening accelerator.
  • the saponification reaction or neutralization reaction as used in the present invention may be a reaction to generate a fatty acid alkaline salt.
  • Examples of the method for such a reaction include a saponification method in which an alkaline water is added to a fatty acid ester to generate a fatty acid alkaline salt (soap) and glycerin and a neutralization method in which a higher fatty acid is neutralized by an alkaline water.
  • the asphalt mixture according to the present invention is configured to contain an asphalt, an aggregate, a lubricative solidification material, and an alkaline additive material.
  • the microstructure of the asphalt mixture is considered as follows. That is, a lubrication film configured of the lubricative solidification material having a low viscosity and the alkaline additive material appears to be present among aggregates formed thereon with asphalt coatings thereby to develop some lubrication effect. This allows the pavement body before the saponification reaction or neutralization reaction to remain in a low viscosity state.
  • the lubricative solidification material acts, before the pavement construction, as a cutback material that reduces the viscosity of the asphalt mixture under temperatures within a low temperature region to ordinary temperatures and further to temperatures within a warm temperature region (e.g. ⁇ 20° C. to 120° C., preferably ⁇ 10° C. to 100° C.)
  • a warm temperature region e.g. ⁇ 20° C. to 120° C., preferably ⁇ 10° C. to 100° C.
  • the hardening accelerator e.g. water
  • compaction is performed using a roller.
  • the hardening accelerator e.g. water
  • the method of compaction is not limited to a method using roller compaction and may appropriately be selected in accordance with the purpose of pavement.
  • a method by beating may also be employed, for example, depending on the purpose of pavement.
  • the sole FIGURE is a conceptual diagram illustrating a relationship between the available temperature range (construction temperature range) and the binder viscosity for each of the asphalt mixture according to the present invention and a conventional hot asphalt mixture (a hot asphalt mixture that does not contain a lubricative solidification material and an alkaline additive material).
  • the asphalt mixture according to the present invention has a wider available temperature range than that of the conventional hot asphalt mixture, and can be used for pavement construction even under temperatures within a range of ⁇ 20° C. to 120° C.
  • the hardening accelerator e.g. water
  • the asphalt mixture according to the present invention is configured to contain an aggregate, an asphalt, a lubricative solidification material, and an alkaline additive material.
  • the aggregate is not particularly restricted.
  • examples of the aggregate to be appropriately used include those, such as crushed stone, sand and stone powder, which may be used for a typical asphalt for pavement.
  • An aggregate of any granularity range, such as dense-grade and open-grade, may be used without restriction.
  • an aggregate may be used of which the 2.36 mm sieve passing mass percentage is 15-80%, which is a ratio of particles that pass through a sieve mesh with an aperture of 2.36 mm.
  • the asphalt is also not particularly restricted.
  • Examples of the asphalt include straight asphalt and modified asphalt, which may be used without any restriction.
  • the aggregate and asphalt to be used in the present invention may contain a recycled aggregate as substitute for a regular aggregate.
  • the lubricative solidification material to be used in the present invention contains an oleic acid at a ratio of 60 to 85 wt %. According to this feature of the present invention that the lubricative solidification material to be used contains an oleic acid at a ratio of 60 to 85 wt %, the lubricative solidification material can act, before the pavement construction, as a cutback material that reduces the viscosity of the asphalt mixture under ordinary temperatures or under temperatures within a warm temperature region. This allows the pavement construction under ordinary temperatures or under temperatures within a warm temperature region, while the pavement body obtained by solidifying the asphalt mixture can have enhanced strength and durability and can be excellent in the flexibility.
  • the content of the oleic acid may preferably be 63 to 82 wt %, more preferably 65 to 80 wt %, further preferably 67 to 78 wt %.
  • the lubricative solidification material to be used in the present invention may be sufficient if it contains an oleic acid at a ratio of 60 to 85 wt %.
  • the lubricative solidification material may contain a saturated fatty acid and an unsaturated fatty acid preferably at a ratio of 1:99 to 20:80, more preferably at a ratio of 2:98 to 15:85, and further preferably at a ratio of 3:97 to 12:88, as a weight ratio of “saturated fatty acid:unsaturated fatty acid.”
  • the lubricative solidification material to be used in the present invention may preferably contain a palmitic acid, stearic acid, linoleic acid, and linolenic acid in addition to the oleic acid. These components may preferably be each contained at the content ratio as follows:
  • palmitic acid preferably 1 to 15 wt %, more preferably 2 to 10 wt %, further preferably 3 to 6 wt %, and furthermore preferably 3.5 to 5.5 wt %;
  • stearic acid preferably 0.1 to 5 wt %, more preferably 0.3 to 4 wt %, further preferably 0.5 to 3 wt %, and furthermore preferably 0.7 to 2.5 wt %;
  • oleic acid 60 to 85 wt %, preferably 63 to 82 wt %, more preferably 67 to 78 wt %, and further preferably 67 to 72 wt %;
  • linoleic acid preferably 5 to 30 wt %, more preferably 6 to 27 wt %, further preferably 7 to 25 wt %, and furthermore preferably 20 to 25 wt %;
  • linolenic acid preferably 0.1 to 5 wt %, more preferably 0.3 to 3.5 wt %, further preferably 0.5 to 2 wt %, and furthermore preferably 0.7 to 1.5 wt %.
  • the lubricative solidification material to be used in the present invention may preferably contain one or more compounds selected from a group consisting of a lauric acid, myristic acid, myristoleic acid, and palmitoleic acid in addition to the palmitic acid, stearic acid, oleic acid, linoleic acid, and linolenic acid.
  • the content of total of the lauric acid, myristic acid, myristoleic acid, and palmitoleic acid may preferably be 0.5 to 20 wt %, and more preferably 1 to 15 wt %.
  • the linoleic acid encompasses a conjugated linoleic acid that is an isomer in which double bonds are conjugated
  • the linolenic acid encompasses an ⁇ -linolenic acid and a ⁇ -linolenic acid.
  • the lubricative solidification material to be used in the present invention may contain other components in addition to the saturated fatty acid and unsaturated fatty acid.
  • examples of such other components include a resin acid.
  • the resin acid may be a polycyclic diterpene that has a carboxyl group and of which the carbon number is 20.
  • Specific examples of the polycyclic diterpene to be preferably used include a rosin that contains at least one type of abietic acid, dehydroabietic acid, neoabietic acid, pimaric acid, isopimaric acid, and palustric acid.
  • the content ratio of the resin acid in the lubricative solidification material to be used in the present invention may preferably be 20 wt % or less, more preferably 10 wt % or less, and further preferably 5 wt % or less.
  • the content of the lubricative solidification material in the asphalt mixture of the present invention may preferably be 1 to 60 wt % in an embodiment and preferably 3 to 50 wt % in another embodiment to the total amount of 100 wt % of the asphalt and the lubricative solidification material.
  • the content of the lubricative solidification material in view of the use for the pavement construction under temperatures within a warm temperature region (e.g. 40° C. to 120° C.), it is more preferred that the content of the lubricative solidification material is 15 to 30 wt % to the total amount of 100 wt % of the asphalt and the lubricative solidification material.
  • in view of the use for the pavement construction under temperatures within a low temperature region to ordinary temperatures e.g.
  • the content of the lubricative solidification material is 35 to 50 wt % to the total amount of 100 wt % of the asphalt and the lubricative solidification material. According to the feature that the content of the lubricative solidification material is within the above range, it is possible to appropriately enhance the strength, durability and flexibility of the obtained pavement body without deteriorating other characteristics.
  • the additive amount of the lubricative solidification material can be determined to match the condition for pavement construction because the available temperature range is extended as the additive amount of the lubricative solidification material is increased.
  • the acid value of the lubricative solidification material to be used in the present invention is not particularly limited, but may preferably be 170 to 220 mgKOH/g, more preferably 180 to 215 mgKOH/g, and further preferably 190 to 210 mgKOH/g.
  • the iodine value of the lubricative solidification material to be used in the present invention may preferably be 95 to 160, more preferably 100 to 150, and further preferably 110 to 145.
  • the alkaline additive material is not particularly limited if it is a compound that becomes an alkaline component due to the action of the hardening accelerator (e.g. water).
  • the alkaline additive material may preferably exhibit a low hydrogen-ion concentration (i.e. high pH) due to the action of the hardening accelerator in order to neutralize the fatty acid which includes oleic acid. It is also possible to use typical ones, such as sodium hydroxide and potassium hydroxide, which may usually be used in soapmaking. From the environmental view point, however, an ordinary cement (ordinary Portland cement) may preferably be used which exhibits a low hydrogen-ion concentration due to the action of the hardening accelerator among cements that are used as typical civil engineering materials.
  • Examples of the ordinary Portland cement to be used include those which contain, as main components, tricalcium silicate (3CaO.SiO 2 ), dicalcium silicate (2CaO.SiO 2 ), calcium aluminate (3CaO.Al 2 O 3 ), calcium aluminoferrite (4CaO.Al 2 O 3 .Fe 2 O 3 ), calcium sulfate (CaSO 4 .2H 2 O), and the like.
  • an aqueous solution that contains metal ions such as sodium ions (Na + ), potassium ions (K + ), magnesium ions (Mg 2+ ) and calcium ions (Ca 2+ ), or a powder that contains a metal salt generating the above ions by adding water, or sodium hydrogen carbonate (NaHCO 3 ), potassium hydrogen carbonate (KHCO 3 ), or other appropriate substance, may be used as the alkaline additive material.
  • the content ratio of the alkaline additive material in the asphalt mixture according to the present invention may preferably be within a range of 100:10 to 100:300 and more preferably within a range of 100:15 to 100:40 as a weight ratio of “lubricative solidification material:alkaline additive material.”
  • additives that are usually used in the field of asphalt pavement may be added to the asphalt mixture according to the present invention in addition to the above.
  • additives include, but are not particularly limited to, filler, plant fiber, pigment, and antifreezing agent.
  • the asphalt mixture according to the present invention may be produced by the method as will be described below, for example, and the obtained mixture may be enclosed in a bag that comprises a moisture permeation preventing layer and a thermal fusion bonding layer, and can thereby be stored for a long time (e.g. 6 months).
  • an aggregate is put into a mixing apparatus, and dry mixing for the aggregate is performed.
  • the dry mixing may be performed under a condition in which the aggregate is heated to 100-170° C., preferably 100-140° C., and more preferably 110-130° C.
  • the temperature and the amount of time for the dry mixing are not particularly limited, but the temperature for the dry mixing may ordinarily be 100-140° C. and preferably 110-130° C., while the amount of time for the dry mixing may ordinarily be about 1 second to 1 minute.
  • the aggregate is used in the state of being heated to the above temperature thereby to allow the water amount contained in the aggregate to be controlled, so that the preservation stability of the obtained asphalt mixture can be improved.
  • Asphalt is then added to the mixing apparatus to be mixed with the aggregate.
  • the asphalt is added to the mixing apparatus, and the mixing of the aggregate and asphalt is then conducted.
  • the mixing temperature and mixing time during this operation are not particularly limited if a certain condition is obtained such that the asphalt layer is uniformly formed on the aggregate surface, but the mixing temperature may ordinarily be 100-140° C. and preferably 110-130° C., while the mixing time may ordinarily be about 1 second to 5 minutes.
  • a lubricative solidification material is added to the mixing apparatus to be mixed with the mixture obtained in the above manner.
  • the lubricative solidification material may be used at ordinary temperatures, but may preferably be used after being heated to about 15-25° C., such as during the cold months.
  • the mixing temperature and the mixing time during this operation are also not particularly limited, but the mixing temperature may ordinarily be 100-140° C. and preferably 110-130° C., while the mixing time may ordinarily be about 1 second to 5 minutes.
  • the mixing temperature and the mixing time during this operation are not particularly limited, but the mixing temperature may ordinarily be 100-140° C. and preferably 110-130° C., while the mixing time may ordinarily be about 1 second to 5 minutes.
  • the aggregate and the asphalt are mixed first, and the lubricative solidification material and the alkaline additive material are then added and mixed in this order thereby to allow the obtained asphalt mixture to have a configuration in which: some asphalt coating is formed on the surface of the aggregate; a layer comprising the lubricative solidification material is formed on the surface of the asphalt coating; and the alkaline additive material in a solid form covers the surface of the layer comprising the lubricative solidification material.
  • This can enhance the reaction efficiency between the alkaline additive material and the hardening accelerator, and even if a relatively small amount of the alkaline additive material is added, the strength improvement effect can sufficiently be developed when the hardening accelerator is added.
  • the alkaline additive material may be added with a relatively small amount thereby to allow the obtained asphalt mixture to have excellent preservation stability.
  • the mixture obtained in the above manner is then taken out from the mixing apparatus in a state of being maintained at a temperature of 100-130° C., and the asphalt mixture according to the present embodiment can thus be produced.
  • a bag that comprises a moisture permeation preventing layer and a thermal fusion bonding layer is filled with the asphalt mixture obtained in such a manner, and the thermal fusion bonding layer is then heated and pressed using a heat sealer or the like so that the thermal fusion bonding layer is thermally fused and bonded, whereby the asphalt mixture is enclosed in the bag.
  • the bag having a moisture permeation preventing layer is used as a bag for enclosing the asphalt mixture thereby to reduce the water amount getting through into the bag (e.g. to reduce the water amount getting through into the bag to about 0.1-1% or less), so that the asphalt mixture has excellent preservation stability.
  • the asphalt mixture is enclosed in the bag that comprises a moisture permeation preventing layer and a thermal fusion bonding layer in such a manner, thereby to prevent the alkaline additive material contained in the asphalt mixture from being deactivated due to the reaction with water, and the compounding amount of the alkaline additive material can thus be relatively small.
  • the compounding amount of the alkaline additive material may preferably be within a range of 100:15 to 100:40 as a weight ratio of “lubricative solidification material:alkaline additive material.”
  • the bag that comprises a moisture permeation preventing layer and a thermal fusion bonding layer examples include nylon and ethylene-vinylalcohol copolymer.
  • examples of a material that constitutes the thermal fusion bonding layer include polyolefin.
  • the bag that comprises a moisture permeation preventing layer and a thermal fusion bonding layer may preferably be a bag that has a three-layer structure of thermal fusion bonding layer/moisture permeation preventing layer/thermal fusion bonding layer, and may particularly preferably be a bag that has a three-layer structure of polyolefin layer/nylon layer/polyolefin layer.
  • a base material that constitutes the bag comprising a moisture permeation preventing layer and a thermal fusion bonding layer to be used in the present embodiment is not particularly limited, and examples thereof include paper and aluminum foil.
  • the asphalt mixture obtained in such a manner may be put out from the bag comprising a moisture permeation preventing layer and a thermal fusion bonding layer and used for pavement construction, for example, and then added thereto with the hardening accelerator (e.g. water) and compacted (or otherwise compacted and then added thereto with the hardening accelerator), and the lubricative solidification material and alkaline additive material that are contained in the asphalt mixture can thus be subjected to a saponification reaction or a neutralization reaction and solidified due to the hardening accelerator thereby to develop the strength.
  • the asphalt mixture according to the present embodiment has an enhanced initial strength compared with that of a conventional ordinary temperature mixture packed in a bag, and the strength is developed at an early stage.
  • the mixture to be obtained in the above process may be configured such that the alkaline additive material is added thereto, in addition to the hardening accelerator (e.g. water), when the lubricative solidification material and the alkaline component are subjected to a saponification reaction or a neutralization reaction.
  • the hardening accelerator e.g. water
  • the above-described alkaline additive material may be used as the alkaline additive material to be added with the hardening accelerator, for example, but it is particularly preferred to use potassium pyrophosphate.
  • the ratio of the alkaline additive material to be contained in the asphalt mixture can be suppressed to a low value thereby to enhance the preservation stability of the asphalt mixture.
  • the ratio of the alkaline additive material in the asphalt mixture may preferably be within a range of 100:1 to 100:10 as a weight ratio of “lubricative solidification material:alkaline additive material”. Otherwise, in this case, the alkaline additive material may not be added at all.
  • the asphalt mixture according to the present embodiment has an enhanced initial strength compared with that of a conventional ordinary temperature mixture packed in a bag, and the strength is developed at an early stage.
  • Each asphalt mixture was obtained by compounding an aggregate, a straight asphalt, a lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD.), and an ordinary Portland cement into a twin-shaft pug mill-type mixer (1 batch: 30 to 60 kg) in this order and mixing them.
  • the heating temperature for the aggregate was 110-130° C.
  • the heating temperature for the asphalt was 150-165° C.
  • other members were at ordinary temperatures.
  • the lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD.) used in Examples 1 to 6 has properties as below:
  • Example 7 two types of mixtures of “ordinary compounding” and “pervious compounding” were obtained (here and hereinafter in Example 7 and Comparative Examples 1 to 7).
  • ordinary compounding an aggregate having the combined gradation as listed in Table 1 was used as the aggregate, and the compounding amounts of the aggregate, straight asphalt, lubricative solidification material and ordinary Portland cement were those as listed in Table 2.
  • pervious compounding an aggregate having the combined gradation as listed in Table 3 was used as the aggregate, and the compounding amounts of the aggregate, straight asphalt, lubricative solidification material and ordinary Portland cement were those as listed in Table 4.
  • Example 2 Example 3
  • Example 4 Example 5
  • Example 6 Compounding amount of lubricative solidification 5 10 15 20 25 30 material (wt % to total 100 wt % of straight asphalt and lubricative solidification material) Aggregate (parts by weight) 100.0 100.0 100.0 100.0 100.0 100.0 Straight asphalt (parts by weight) 5.55 5.28 5.01 4.74 4.46 4.18 Lubricative solidification material 0.29 0.59 0.88 1.18 1.49 1.79 (parts by weight) Ordinary Portland cement (parts by weight) 0.44 0.88 1.33 1.78 2.23 2.69
  • Example 1 Example 2
  • Example 3 Example 4
  • Example 5 Example 6
  • Compounding amount of lubricative solidification 5 10 15 20 25 30 material (wt % to total 100 wt % of straight asphalt and lubricative solidification material) Aggregate (parts by weight) 100.0 100.0 100.0 100.0 100.0 100.0
  • Straight asphalt parts by weight
  • Lubricative solidification material 0.23 0.46 0.69 0.93 1.16 1.40 (parts by weight)
  • Ordinary Portland cement parts by weight) 0.34 0.69 1.04 1.39 1.74 2.10
  • Example 7 An asphalt mixture was obtained in the same manner as in Example 4 except that a lubricative solidification material (trade name “PM810” available from MIYOSHI OIL & FAT CO., LTD.) was used as substitute for the lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD).
  • a lubricative solidification material trade name “PM810” available from MIYOSHI OIL & FAT CO., LTD.
  • PM400-C available from MIYOSHI OIL & FAT CO., LTD
  • the lubricative solidification material (trade name “PM810” available from MIYOSHI OIL & FAT CO., LTD.) used in Example 7 has properties as below:
  • Example 7 An asphalt mixture was obtained in the same manner as in Example 1 except that the lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD.) and ordinary Portland cement were not compounded.
  • the “ordinary compounding” involved 100 parts by weight of aggregate and 5.82 parts by weight of straight asphalt
  • the “pervious compounding” involved 100 parts by weight of aggregate and 4.55 parts by weight of straight asphalt.
  • Example 1 to 7 and Comparative Examples 1 to 7 obtained in the above manner were each put into a mold (formwork) heated to the compaction temperature and water was then added to perform compaction (50 times for each of both surfaces). After being cured for 7 days under the condition of a temperature of 20° C. and a humidity of 60%, test pieces were obtained. Two types of test pieces were obtained, one type using the “ordinary compounding,” the other using the “pervious compounding.” The test pieces thus obtained were used to perform the following wheel tracking test, twisting test, and bending test.
  • the twisting test was performed at a testing temperature of 50° C. for 2 hours of the testing time in accordance with the “Measuring Method using a Twisted Aggregate Scattering Tester for Obtaining a Twisted Aggregate Scattering Value, Supplementary Volume of Pavement Performance Evaluation Method” to obtain an aggregate scattering ratio (%) of the aggregate from the test pieces.
  • the disintegration time was obtained.
  • the durability to torque becomes high, which may be preferred. Results are listed in Table 6.
  • Example 8 An asphalt mixture was obtained in the same manner as in Example 1 except that the compounding amount of the lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD.) was 45 wt % to the total of 100 wt % of the straight asphalt and the lubricative solidification material.
  • Example 8 only the “ordinary compounding” was prepared, and the “pervious compounding” was not prepared (here and hereinafter in Example 9 and Comparative Example 8).
  • Example 8 An asphalt mixture was obtained in the same manner as in Example 8 except that a lubricative solidification material (trade name “PM810” available from MIYOSHI OIL & FAT CO., LTD.) was used as substitute for the lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD).
  • a lubricative solidification material trade name “PM810” available from MIYOSHI OIL & FAT CO., LTD.
  • An asphalt mixture was obtained in the same manner as in Example 8 except that a lubricative solidification material (tall oil fatty acid, trade name “HARTALL FA-1” available from Harima Chemicals Group, Inc.) was used as substitute for the lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD).
  • a lubricative solidification material trade name “HARTALL FA-1” available from Harima Chemicals Group, Inc.
  • test pieces were obtained.
  • the test pieces included Test Pieces A obtained after curing for 1 hour under the condition of a temperature of 20° C. and a humidity of 60% and Test Pieces B obtained after curing for 7 days under the condition of a temperature of 20° C. and a humidity of 60%.
  • Test Pieces B obtained after curing for 7 days under the condition of a temperature of 20° C. and a humidity of 60%.
  • the test pieces thus obtained were used to perform the following measurement of Marshal stability.

Landscapes

  • Chemical & Material Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Medicinal Chemistry (AREA)
  • Polymers & Plastics (AREA)
  • Organic Chemistry (AREA)
  • Materials Engineering (AREA)
  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Road Paving Structures (AREA)
  • Compositions Of Macromolecular Compounds (AREA)

Abstract

An asphalt mixture is provided which comprises an aggregate, an asphalt, a lubricative solidification material and an alkaline additive material that are mixed together. The lubricative solidification material contains an oleic acid at a ratio of 67 to 85 wt %.

Description

TECHNICAL FIELD
The present invention relates to an asphalt mixture to be used for road pavement and a process for production of the same, and also relates to a paving method using the same.
BACKGROUND ART
A hot asphalt mixture is usually used under an initial compacting temperature within a range of 110-140° C., such as provided by Pavement Construction Handbook (“Hosou Sekou Binran” in Japanese). However, even though the hot asphalt mixture can have a large strength immediately after being paved, the available period of time is until the temperature of the mixture decreases. Therefore, the application of the hot asphalt mixture may be difficult under various conditions, such as when a small amount of the mixture is divided to be used several times, when the mixture is transported for a long period of time, and when the constructed thickness is thin, such as in a thin layer overlay method, and the temperature significantly decreases immediately after the mixture is spread.
Accordingly, a hot asphalt mixture that uses a warm-mix technique and an ordinary temperature construction-type asphalt mixture are focused. The hot asphalt mixture that uses a warm-mix technique, i.e. a warm-mix asphalt mixture, is generally said to be able to extend the available temperature range of the hot asphalt mixture toward the lower limit side by about 30° C. The ordinary temperature construction-type asphalt mixture is an asphalt mixture that is said to allow the pavement construction under ordinary temperatures (100° C. or lower).
As an asphalt mixture that can be constructed under ordinary temperatures or under temperatures within a warm temperature region, for example, a so-called cutback asphalt mixture is proposed in which the viscosity of the asphalt mixture is forcibly reduced using a mineral oil or the like. In the cutback asphalt mixture, as disclosed in JP11-12475A, the asphalt is softened using a cutback material such as a mineral oil, and the strength of the asphalt mixture is developed as the cutback material is volatilized. However, according to the method in which, as described above, the asphalt is “cut back” using a mineral oil or the like thereby to forcibly reduce the viscosity at the time of pavement construction, there are drawbacks in that the mixture strength when the traffic of a road is opened, for example, may considerably deteriorate and the curing may require a long time.
An ordinary temperature construction-type asphalt mixture using an asphalt emulsion is also proposed, but the mixture has a relatively low strength even though the aggregate is not required to be heated and dried, and the applicable field may be limited because the decomposition rate of the asphalt emulsion may have to be taken into consideration. In addition, in the ordinary temperature asphalt mixture using an asphalt emulsion, the asphalt emulsion may possibly flow out if it rains before the emulsion is decomposed after the pavement construction.
In such a situation, JP Patent No. 5583978 discloses an ordinary temperature construction-type asphalt mixture that can be constructed under ordinary temperatures. This asphalt mixture uses a tall oil fatty acid as the cutback material (see, for example, “Naval Stores -Production- -Chemistry- -Utilization-” (published by Harima Chemicals Group, Inc., June 1993), line 10 of page 474 to line 9 of page 475). The tall oil fatty acid acts to reduce the viscosity of the asphalt mixture thereby to allow the pavement construction under ordinary temperatures. According to this technique of JP Patent No. 5583978, the tall oil fatty acid as the cutback material reacts with the cement after the pavement construction so as to act as a curing agent, which can thereby develop a sufficient strength.
On the other hand, also in an asphalt mixture that can be constructed under ordinary temperatures or under temperatures within a warm temperature region, the pavement body after the construction is required to have improved characteristics, such as further enhanced strength, durability, and flexibility. Therefore, an asphalt mixture is desired which can improve these characteristics and which can be constructed under ordinary temperatures or under temperatures within a warm temperature region.
SUMMARY OF THE INVENTION Problem to be Solved by the Invention
The present invention has been proposed in view of the above, and an object of the present invention is to provide an asphalt mixture that can develop the strength within a relatively short time after the pavement construction and can give a pavement body having enhanced strength and durability and excellent in the flexibility.
Means for Solving the Problems
As a result of intensive studies to solve the above problems, the present inventors have found that, when producing an asphalt mixture, a lubricative solidification material that contains an oleic acid at a ratio of 67 to 85 wt % and an alkaline additive material are added to and mixed with an aggregate and an asphalt to decrease the viscosity of the asphalt thereby to allow the pavement construction under temperatures within a low temperature region to ordinary temperatures and further to temperatures within a warm temperature region (e.g. −20° C. to 120° C., preferably −10° C. to 100° C.), while a hardening accelerator is fed to the mixture at the time of pavement construction so that the added lubricative solidification material and alkaline component undergo a saponification reaction or a neutralization reaction to increase the viscosity, and the asphalt mixture can thereby be provided which can develop a certain strength within a relatively short time. The present invention has thus been accomplished.
In particular, the present inventors have found that, by using a lubricative solidification material that contains an oleic acid at a ratio of 67 to 85 wt %, the obtained pavement body can have enhanced strength and durability and can be excellent in the flexibility while allowing the pavement construction under ordinary temperatures or under temperatures within a warm temperature region. The present invention has thus been accomplished.
That is, according to an aspect of the present invention, there is provided an asphalt mixture comprising an aggregate, an asphalt, a lubricative solidification material and an alkaline additive material that are mixed together, wherein the lubricative solidification material contains an oleic acid at a ratio of 67 to 85 wt %.
According to another aspect of the present invention, there is provided a paving method comprising: adding a hardening accelerator to the above asphalt mixture; and subjecting the lubricative solidification material and the alkaline additive material to a saponification reaction or a neutralization reaction thereby to enhance the strength.
According to a further aspect of the present invention, there is provided a process for production of the above asphalt mixture, the process comprising: a first step of mixing an aggregate heated to 100-170° C. and an asphalt heated to 130-170° C. using a mixing apparatus; a second step of adding and mixing the lubricative solidification material to a mixture obtained in the first step; and a third step of adding and mixing the alkaline additive material to a mixture obtained in the second step.
Effects of the Invention
According to the present invention, the lubricative solidification material having a low viscosity is added thereby to allow the pavement construction under temperatures within a low temperature region to ordinary temperatures and further to temperatures within a warm temperature region (e.g. −20° C. to 120° C., preferably −10° C. to 100° C.), while the hardening accelerator is fed at the time of pavement construction so that the alkaline additive material in the mixture is ionically decomposed thereby to undergo a saponification reaction or neutralization reaction with the lubricative solidification material, and a high strength can thus be developed at an early stage.
Moreover, according to the present invention, a lubricative solidification material that contains an oleic acid at a ratio of 67 to 85 wt % is used, and therefore a pavement body can be obtained which has enhanced strength and durability and which is excellent in the flexibility while allowing the pavement construction under ordinary temperatures or under temperatures within a warm temperature region.
BRIEF DESCRIPTION OF THE DRAWINGS
The sole FIGURE is an explanatory diagram illustrating the concept of pavement construction temperature range for each of the asphalt mixture according to the present invention and a conventional asphalt mixture.
 DESCRIPTION OF EMBODIMENTS
The asphalt mixture according to the present invention comprises an aggregate, an asphalt, a lubricative solidification material and an alkaline additive material that are mixed together, and is characterized in that the lubricative solidification material contains an oleic acid at a ratio of 60 to 85 wt %. The asphalt mixture according to the present invention is designed such that a hardening accelerator is added to the mixture at the time of pavement construction so that the lubricative solidification material undergoes a saponification reaction or neutralization reaction with an alkaline component that is originated from the alkaline additive material, and the strength is thereby enhanced. In the present invention, water or the like may be used as the hardening accelerator.
The saponification reaction or neutralization reaction as used in the present invention may be a reaction to generate a fatty acid alkaline salt. Examples of the method for such a reaction include a saponification method in which an alkaline water is added to a fatty acid ester to generate a fatty acid alkaline salt (soap) and glycerin and a neutralization method in which a higher fatty acid is neutralized by an alkaline water.
In the saponification reaction, if the alkaline additive material is added in a solid form without any solvent such as water, the reaction does not start in general. On the other hand, the presence of a solvent such as water causes a reaction (saponification reaction or neutralization reaction) of “(fatty acid and resin acid in the lubricative solidification material)+(alkaline additive material)+(water)=(soap (solid))” to generate a soap thereby developing the strength.
The asphalt mixture according to the present invention is configured to contain an asphalt, an aggregate, a lubricative solidification material, and an alkaline additive material. The microstructure of the asphalt mixture is considered as follows. That is, a lubrication film configured of the lubricative solidification material having a low viscosity and the alkaline additive material appears to be present among aggregates formed thereon with asphalt coatings thereby to develop some lubrication effect. This allows the pavement body before the saponification reaction or neutralization reaction to remain in a low viscosity state. In other words, in the present invention, the lubricative solidification material acts, before the pavement construction, as a cutback material that reduces the viscosity of the asphalt mixture under temperatures within a low temperature region to ordinary temperatures and further to temperatures within a warm temperature region (e.g. −20° C. to 120° C., preferably −10° C. to 100° C.)
After such an asphalt mixture according to the present invention is used for pavement construction, the hardening accelerator (e.g. water) is sprayed thereon and compaction is performed using a roller. Otherwise, after compaction using a roller, the hardening accelerator (e.g. water) is sprayed. This allows the lubricative solidification material and alkaline additive material contained in the asphalt mixture to undergo a saponification reaction or a neutralization reaction which solidify the asphalt mixture under the presence of the hardening accelerator (e.g. water), and the strength can thus be enhanced. When performing pavement using the asphalt mixture according to the present invention, the method of compaction is not limited to a method using roller compaction and may appropriately be selected in accordance with the purpose of pavement. A method by beating may also be employed, for example, depending on the purpose of pavement.
The sole FIGURE is a conceptual diagram illustrating a relationship between the available temperature range (construction temperature range) and the binder viscosity for each of the asphalt mixture according to the present invention and a conventional hot asphalt mixture (a hot asphalt mixture that does not contain a lubricative solidification material and an alkaline additive material). The asphalt mixture according to the present invention has a wider available temperature range than that of the conventional hot asphalt mixture, and can be used for pavement construction even under temperatures within a range of −20° C. to 120° C. Moreover, when the hardening accelerator (e.g. water) is added to the asphalt mixture, the binder viscosity can be promptly enhanced to a certain degree comparable with that of the conventional hot asphalt mixture.
Each material that constitutes the asphalt mixture according to the present invention will then be described. The asphalt mixture according to the present invention is configured to contain an aggregate, an asphalt, a lubricative solidification material, and an alkaline additive material.
The aggregate is not particularly restricted. Examples of the aggregate to be appropriately used include those, such as crushed stone, sand and stone powder, which may be used for a typical asphalt for pavement. An aggregate of any granularity range, such as dense-grade and open-grade, may be used without restriction. As one example, an aggregate may be used of which the 2.36 mm sieve passing mass percentage is 15-80%, which is a ratio of particles that pass through a sieve mesh with an aperture of 2.36 mm.
The asphalt is also not particularly restricted. Examples of the asphalt include straight asphalt and modified asphalt, which may be used without any restriction.
The aggregate and asphalt to be used in the present invention may contain a recycled aggregate as substitute for a regular aggregate.
The lubricative solidification material to be used in the present invention contains an oleic acid at a ratio of 60 to 85 wt %. According to this feature of the present invention that the lubricative solidification material to be used contains an oleic acid at a ratio of 60 to 85 wt %, the lubricative solidification material can act, before the pavement construction, as a cutback material that reduces the viscosity of the asphalt mixture under ordinary temperatures or under temperatures within a warm temperature region. This allows the pavement construction under ordinary temperatures or under temperatures within a warm temperature region, while the pavement body obtained by solidifying the asphalt mixture can have enhanced strength and durability and can be excellent in the flexibility. If the content of the oleic acid is unduly small, the effect of enhancing the strength, durability and flexibility of the obtained pavement body will not be obtained. If the content of the oleic acid is unduly large, the pavement construction under ordinary temperatures or under temperatures within a warm temperature region will be difficult. The content of the oleic acid may preferably be 63 to 82 wt %, more preferably 65 to 80 wt %, further preferably 67 to 78 wt %.
The lubricative solidification material to be used in the present invention may be sufficient if it contains an oleic acid at a ratio of 60 to 85 wt %. However, in order to achieve a more significant effect of enhancing the strength, durability and flexibility of the obtained pavement body, the lubricative solidification material may contain a saturated fatty acid and an unsaturated fatty acid preferably at a ratio of 1:99 to 20:80, more preferably at a ratio of 2:98 to 15:85, and further preferably at a ratio of 3:97 to 12:88, as a weight ratio of “saturated fatty acid:unsaturated fatty acid.”
In order to achieve a more significant effect of enhancing the strength, durability and flexibility of the obtained pavement body, the lubricative solidification material to be used in the present invention may preferably contain a palmitic acid, stearic acid, linoleic acid, and linolenic acid in addition to the oleic acid. These components may preferably be each contained at the content ratio as follows:
palmitic acid: preferably 1 to 15 wt %, more preferably 2 to 10 wt %, further preferably 3 to 6 wt %, and furthermore preferably 3.5 to 5.5 wt %;
stearic acid: preferably 0.1 to 5 wt %, more preferably 0.3 to 4 wt %, further preferably 0.5 to 3 wt %, and furthermore preferably 0.7 to 2.5 wt %;
oleic acid: 60 to 85 wt %, preferably 63 to 82 wt %, more preferably 67 to 78 wt %, and further preferably 67 to 72 wt %;
linoleic acid: preferably 5 to 30 wt %, more preferably 6 to 27 wt %, further preferably 7 to 25 wt %, and furthermore preferably 20 to 25 wt %; and
linolenic acid: preferably 0.1 to 5 wt %, more preferably 0.3 to 3.5 wt %, further preferably 0.5 to 2 wt %, and furthermore preferably 0.7 to 1.5 wt %.
The lubricative solidification material to be used in the present invention may preferably contain one or more compounds selected from a group consisting of a lauric acid, myristic acid, myristoleic acid, and palmitoleic acid in addition to the palmitic acid, stearic acid, oleic acid, linoleic acid, and linolenic acid. The content of total of the lauric acid, myristic acid, myristoleic acid, and palmitoleic acid may preferably be 0.5 to 20 wt %, and more preferably 1 to 15 wt %.
In the present invention, the linoleic acid encompasses a conjugated linoleic acid that is an isomer in which double bonds are conjugated, and the linolenic acid encompasses an α-linolenic acid and a γ-linolenic acid.
The lubricative solidification material to be used in the present invention may contain other components in addition to the saturated fatty acid and unsaturated fatty acid. Examples of such other components include a resin acid. The resin acid may be a polycyclic diterpene that has a carboxyl group and of which the carbon number is 20. Specific examples of the polycyclic diterpene to be preferably used include a rosin that contains at least one type of abietic acid, dehydroabietic acid, neoabietic acid, pimaric acid, isopimaric acid, and palustric acid. The content ratio of the resin acid in the lubricative solidification material to be used in the present invention may preferably be 20 wt % or less, more preferably 10 wt % or less, and further preferably 5 wt % or less.
The content of the lubricative solidification material in the asphalt mixture of the present invention may preferably be 1 to 60 wt % in an embodiment and preferably 3 to 50 wt % in another embodiment to the total amount of 100 wt % of the asphalt and the lubricative solidification material. In an embodiment, in view of the use for the pavement construction under temperatures within a warm temperature region (e.g. 40° C. to 120° C.), it is more preferred that the content of the lubricative solidification material is 15 to 30 wt % to the total amount of 100 wt % of the asphalt and the lubricative solidification material. In an alternative embodiment, in view of the use for the pavement construction under temperatures within a low temperature region to ordinary temperatures (e.g. −20° C. to 40° C.), it is also more preferred that the content of the lubricative solidification material is 35 to 50 wt % to the total amount of 100 wt % of the asphalt and the lubricative solidification material. According to the feature that the content of the lubricative solidification material is within the above range, it is possible to appropriately enhance the strength, durability and flexibility of the obtained pavement body without deteriorating other characteristics. The additive amount of the lubricative solidification material can be determined to match the condition for pavement construction because the available temperature range is extended as the additive amount of the lubricative solidification material is increased.
The acid value of the lubricative solidification material to be used in the present invention is not particularly limited, but may preferably be 170 to 220 mgKOH/g, more preferably 180 to 215 mgKOH/g, and further preferably 190 to 210 mgKOH/g.
The iodine value of the lubricative solidification material to be used in the present invention may preferably be 95 to 160, more preferably 100 to 150, and further preferably 110 to 145.
The alkaline additive material is not particularly limited if it is a compound that becomes an alkaline component due to the action of the hardening accelerator (e.g. water). The alkaline additive material may preferably exhibit a low hydrogen-ion concentration (i.e. high pH) due to the action of the hardening accelerator in order to neutralize the fatty acid which includes oleic acid. It is also possible to use typical ones, such as sodium hydroxide and potassium hydroxide, which may usually be used in soapmaking. From the environmental view point, however, an ordinary cement (ordinary Portland cement) may preferably be used which exhibits a low hydrogen-ion concentration due to the action of the hardening accelerator among cements that are used as typical civil engineering materials. Examples of the ordinary Portland cement to be used include those which contain, as main components, tricalcium silicate (3CaO.SiO2), dicalcium silicate (2CaO.SiO2), calcium aluminate (3CaO.Al2O3), calcium aluminoferrite (4CaO.Al2O3.Fe2O3), calcium sulfate (CaSO4.2H2O), and the like. Other than the above, an aqueous solution that contains metal ions such as sodium ions (Na+), potassium ions (K+), magnesium ions (Mg2+) and calcium ions (Ca2+), or a powder that contains a metal salt generating the above ions by adding water, or sodium hydrogen carbonate (NaHCO3), potassium hydrogen carbonate (KHCO3), or other appropriate substance, may be used as the alkaline additive material. The content ratio of the alkaline additive material in the asphalt mixture according to the present invention may preferably be within a range of 100:10 to 100:300 and more preferably within a range of 100:15 to 100:40 as a weight ratio of “lubricative solidification material:alkaline additive material.”
Provided that the action and advantageous effects of the present invention are not impaired, other additives that are usually used in the field of asphalt pavement may be added to the asphalt mixture according to the present invention in addition to the above. Examples of such additives include, but are not particularly limited to, filler, plant fiber, pigment, and antifreezing agent.
First Embodiment
The asphalt mixture according to the present invention may be produced by the method as will be described below, for example, and the obtained mixture may be enclosed in a bag that comprises a moisture permeation preventing layer and a thermal fusion bonding layer, and can thereby be stored for a long time (e.g. 6 months).
A process for production of the asphalt mixture according to the present embodiment will hereinafter be described.
First, an aggregate is put into a mixing apparatus, and dry mixing for the aggregate is performed. The dry mixing may be performed under a condition in which the aggregate is heated to 100-170° C., preferably 100-140° C., and more preferably 110-130° C. The temperature and the amount of time for the dry mixing are not particularly limited, but the temperature for the dry mixing may ordinarily be 100-140° C. and preferably 110-130° C., while the amount of time for the dry mixing may ordinarily be about 1 second to 1 minute. In the present embodiment, the aggregate is used in the state of being heated to the above temperature thereby to allow the water amount contained in the aggregate to be controlled, so that the preservation stability of the obtained asphalt mixture can be improved.
Asphalt is then added to the mixing apparatus to be mixed with the aggregate. In the present embodiment, after being heated to 130-170° C. and preferably to 140-160° C., the asphalt is added to the mixing apparatus, and the mixing of the aggregate and asphalt is then conducted. The mixing temperature and mixing time during this operation are not particularly limited if a certain condition is obtained such that the asphalt layer is uniformly formed on the aggregate surface, but the mixing temperature may ordinarily be 100-140° C. and preferably 110-130° C., while the mixing time may ordinarily be about 1 second to 5 minutes.
Subsequently, a lubricative solidification material is added to the mixing apparatus to be mixed with the mixture obtained in the above manner. The lubricative solidification material may be used at ordinary temperatures, but may preferably be used after being heated to about 15-25° C., such as during the cold months. The mixing temperature and the mixing time during this operation are also not particularly limited, but the mixing temperature may ordinarily be 100-140° C. and preferably 110-130° C., while the mixing time may ordinarily be about 1 second to 5 minutes.
Thereafter, an alkaline additive material is added to the mixing apparatus to be mixed with the mixture obtained in the above manner. The mixing temperature and the mixing time during this operation are not particularly limited, but the mixing temperature may ordinarily be 100-140° C. and preferably 110-130° C., while the mixing time may ordinarily be about 1 second to 5 minutes.
In the present embodiment, the aggregate and the asphalt are mixed first, and the lubricative solidification material and the alkaline additive material are then added and mixed in this order thereby to allow the obtained asphalt mixture to have a configuration in which: some asphalt coating is formed on the surface of the aggregate; a layer comprising the lubricative solidification material is formed on the surface of the asphalt coating; and the alkaline additive material in a solid form covers the surface of the layer comprising the lubricative solidification material. This can enhance the reaction efficiency between the alkaline additive material and the hardening accelerator, and even if a relatively small amount of the alkaline additive material is added, the strength improvement effect can sufficiently be developed when the hardening accelerator is added. In addition, the alkaline additive material may be added with a relatively small amount thereby to allow the obtained asphalt mixture to have excellent preservation stability.
The mixture obtained in the above manner is then taken out from the mixing apparatus in a state of being maintained at a temperature of 100-130° C., and the asphalt mixture according to the present embodiment can thus be produced.
In the present embodiment, a bag that comprises a moisture permeation preventing layer and a thermal fusion bonding layer is filled with the asphalt mixture obtained in such a manner, and the thermal fusion bonding layer is then heated and pressed using a heat sealer or the like so that the thermal fusion bonding layer is thermally fused and bonded, whereby the asphalt mixture is enclosed in the bag. According to the present embodiment, the bag having a moisture permeation preventing layer is used as a bag for enclosing the asphalt mixture thereby to reduce the water amount getting through into the bag (e.g. to reduce the water amount getting through into the bag to about 0.1-1% or less), so that the asphalt mixture has excellent preservation stability. Moreover, the asphalt mixture is enclosed in the bag that comprises a moisture permeation preventing layer and a thermal fusion bonding layer in such a manner, thereby to prevent the alkaline additive material contained in the asphalt mixture from being deactivated due to the reaction with water, and the compounding amount of the alkaline additive material can thus be relatively small. More specifically, the compounding amount of the alkaline additive material may preferably be within a range of 100:15 to 100:40 as a weight ratio of “lubricative solidification material:alkaline additive material.”
In the bag that comprises a moisture permeation preventing layer and a thermal fusion bonding layer to be used in the present embodiment, examples of a material that constitutes the moisture permeation preventing layer include nylon and ethylene-vinylalcohol copolymer. Examples of a material that constitutes the thermal fusion bonding layer include polyolefin. In the present embodiment, the bag that comprises a moisture permeation preventing layer and a thermal fusion bonding layer may preferably be a bag that has a three-layer structure of thermal fusion bonding layer/moisture permeation preventing layer/thermal fusion bonding layer, and may particularly preferably be a bag that has a three-layer structure of polyolefin layer/nylon layer/polyolefin layer. A base material that constitutes the bag comprising a moisture permeation preventing layer and a thermal fusion bonding layer to be used in the present embodiment (portion other than the moisture permeation preventing layer and the thermal fusion bonding layer) is not particularly limited, and examples thereof include paper and aluminum foil.
The asphalt mixture obtained in such a manner may be put out from the bag comprising a moisture permeation preventing layer and a thermal fusion bonding layer and used for pavement construction, for example, and then added thereto with the hardening accelerator (e.g. water) and compacted (or otherwise compacted and then added thereto with the hardening accelerator), and the lubricative solidification material and alkaline additive material that are contained in the asphalt mixture can thus be subjected to a saponification reaction or a neutralization reaction and solidified due to the hardening accelerator thereby to develop the strength. In particular, the asphalt mixture according to the present embodiment has an enhanced initial strength compared with that of a conventional ordinary temperature mixture packed in a bag, and the strength is developed at an early stage.
Second Embodiment
In an alternative embodiment of the present invention, the mixture to be obtained in the above process may be configured such that the alkaline additive material is added thereto, in addition to the hardening accelerator (e.g. water), when the lubricative solidification material and the alkaline component are subjected to a saponification reaction or a neutralization reaction.
In this case, the above-described alkaline additive material may be used as the alkaline additive material to be added with the hardening accelerator, for example, but it is particularly preferred to use potassium pyrophosphate.
According to the present embodiment, by employing a configuration in which the alkaline additive material is added in addition to the hardening accelerator when the lubricative solidification material and the alkaline component are subjected to a saponification reaction or a neutralization reaction, the ratio of the alkaline additive material to be contained in the asphalt mixture can be suppressed to a low value thereby to enhance the preservation stability of the asphalt mixture. For example, in this case, the ratio of the alkaline additive material in the asphalt mixture may preferably be within a range of 100:1 to 100:10 as a weight ratio of “lubricative solidification material:alkaline additive material”. Otherwise, in this case, the alkaline additive material may not be added at all. Further, in this case, if the ratio of the alkaline additive material in the asphalt mixture is suppressed to a low value, then it is possible even to use a bag that does not have any moisture permeation preventing layer or a bag that has less sealing property as the bag for enclosing the asphalt mixture. In addition, the asphalt mixture according to the present embodiment has an enhanced initial strength compared with that of a conventional ordinary temperature mixture packed in a bag, and the strength is developed at an early stage.
EXAMPLES
The present invention will hereinafter be described with reference to more detailed examples, but the present invention is not limited to these examples.
Examples 1 to 6
Each asphalt mixture was obtained by compounding an aggregate, a straight asphalt, a lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD.), and an ordinary Portland cement into a twin-shaft pug mill-type mixer (1 batch: 30 to 60 kg) in this order and mixing them. During this operation, the heating temperature for the aggregate was 110-130° C., the heating temperature for the asphalt was 150-165° C., and other members were at ordinary temperatures. The lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD.) used in Examples 1 to 6 has properties as below:
    • component ratio: 4 wt % of palmitic acid, 1 wt % of stearic acid, 1 wt % of palmitoleic acid, 68 wt % of oleic acid, 23 wt % of linoleic acid, and 1 wt % of linolenic acid;
    • acid value: 194 to 204; and
    • iodine value: 95 to 115.
In each of Examples 1 to 6, two types of asphalt mixtures were prepared to have a compounding amount of the lubricative solidification material to the total of 100 wt % of the straight asphalt and the lubricative solidification material as follows:
    • compounding amount of the lubricative solidification material: 5 wt % (Example 1);
    • compounding amount of the lubricative solidification material: 10 wt % (Example 2);
    • compounding amount of the lubricative solidification material: 15 wt % (Example 3);
    • compounding amount of the lubricative solidification material: 20 wt % (Example 4);
    • compounding amount of the lubricative solidification material: 25 wt % (Example 5); and
    • compounding amount of the lubricative solidification material: 30 wt % (Example 6).
Specifically, two types of mixtures of “ordinary compounding” and “pervious compounding” were obtained (here and hereinafter in Example 7 and Comparative Examples 1 to 7). In the “ordinary compounding,” an aggregate having the combined gradation as listed in Table 1 was used as the aggregate, and the compounding amounts of the aggregate, straight asphalt, lubricative solidification material and ordinary Portland cement were those as listed in Table 2. In the “pervious compounding,” an aggregate having the combined gradation as listed in Table 3 was used as the aggregate, and the compounding amounts of the aggregate, straight asphalt, lubricative solidification material and ordinary Portland cement were those as listed in Table 4.
TABLE 1
Aggregate for “ordinary compounding”
Passing mass 19.0 mm 100.0
percentage 13.2 mm 97.0
(%) 4.75 mm 62.8
2.36 mm 42.8
600 μm 25.2
300 μm 16.2
150 μm 9.4
75 μm 6.3
TABLE 2
Composition for “ordinary compounding”
Example 1 Example 2 Example 3 Example 4 Example 5 Example 6
Compounding amount of lubricative solidification 5 10 15 20 25 30
material (wt % to total 100 wt % of straight
asphalt and lubricative solidification material)
Aggregate (parts by weight) 100.0 100.0 100.0 100.0 100.0 100.0
Straight asphalt (parts by weight) 5.55 5.28 5.01 4.74 4.46 4.18
Lubricative solidification material 0.29 0.59 0.88 1.18 1.49 1.79
(parts by weight)
Ordinary Portland cement (parts by weight) 0.44 0.88 1.33 1.78 2.23 2.69
TABLE 3
Aggregate for “pervious compounding”
Passing mass 19.0 mm 100.0
percentage (%) 13.2 mm 97.9
4.75 mm 30.1
2.36 mm 18.0
600 μm 10.5
300 μm 7.6
150 μm 6.2
75 μm 4.2
TABLE 4
Composition for “ordinary compounding”
Example 1 Example 2 Example 3 Example 4 Example 5 Example 6
Compounding amount of lubricative solidification 5 10 15 20 25 30
material (wt % to total 100 wt % of straight
asphalt and lubricative solidification material)
Aggregate (parts by weight) 100.0 100.0 100.0 100.0 100.0 100.0
Straight asphalt (parts by weight) 4.34 4.13 3.92 3.70 3.49 3.27
Lubricative solidification material 0.23 0.46 0.69 0.93 1.16 1.40
(parts by weight)
Ordinary Portland cement (parts by weight) 0.34 0.69 1.04 1.39 1.74 2.10
Example 7
An asphalt mixture was obtained in the same manner as in Example 4 except that a lubricative solidification material (trade name “PM810” available from MIYOSHI OIL & FAT CO., LTD.) was used as substitute for the lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD). In Example 7, therefore, the compounding amount of the lubricative solidification material was 20 wt % to the total of 100 wt % of the straight asphalt and the lubricative solidification material.
The lubricative solidification material (trade name “PM810” available from MIYOSHI OIL & FAT CO., LTD.) used in Example 7 has properties as below:
    • component ratio: 2 wt % of myristic acid, 5 wt % of palmitic acid, 1 wt % of stearic acid, 2 wt % of myristoleic acid, 8 wt % of palmitoleic acid, 71 wt % of oleic acid, 8 wt % of linoleic acid, and 1 wt % of linolenic acid;
    • acid value: 198 to 208; and
    • iodine value: 86 to 94.
Comparative Examples 1 to 6
An asphalt mixture according to each of Comparative Examples 1 to 6 was obtained with the same compounding ratio as in each of Examples 1 to 6 except that a lubricative solidification material (tall oil fatty acid, trade name “HARTALL FA-1” available from Harima Chemicals Group, Inc.) was used as substitute for the lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD). The tall oil fatty acid (trade name “HARTALL FA-1” available from Harima Chemicals Group, Inc.) used in Comparative Examples 1 to 6 has properties as below:
    • “fatty acid:resin acid”=98.5:1.5 (weight ratio);
    • unsaponifiable matter content: 2.0 wt %;
    • component ratio of fatty acid: 1-3 wt % of palmitic acid, 1-3 wt % of stearic acid, 40-50 wt % of oleic acid, and 35-45 wt % of linoleic acid;
    • type of resin acid: rosin; and
    • acid value: 194 mgKOH/g.
In each of Comparative Examples 1 to 6, the compounding amount of the lubricative solidification material to the total of 100 wt % of the straight asphalt and the lubricative solidification material was as follows:
    • compounding amount of the lubricative solidification material: 5 wt % (Comparative Example 1);
    • compounding amount of the lubricative solidification material: 10 wt % (Comparative Example 2);
    • compounding amount of the lubricative solidification material: 15 wt % (Comparative Example 3);
    • compounding amount of the lubricative solidification material: 20 wt % (Comparative Example 4);
    • compounding amount of the lubricative solidification material: 25 wt % (Comparative Example 5); and
    • compounding amount of the lubricative solidification material: 30 wt % (Comparative Example 6).
Comparative Example 7
An asphalt mixture was obtained in the same manner as in Example 1 except that the lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD.) and ordinary Portland cement were not compounded. In Comparative Example 7, the “ordinary compounding” involved 100 parts by weight of aggregate and 5.82 parts by weight of straight asphalt, and the “pervious compounding” involved 100 parts by weight of aggregate and 4.55 parts by weight of straight asphalt.
Evaluation of Asphalt Mixtures of Examples 1 to 7 and Comparative Examples 1 to 7
The asphalt mixtures of Examples 1 to 7 and Comparative Examples 1 to 7 obtained in the above manner were each put into a mold (formwork) heated to the compaction temperature and water was then added to perform compaction (50 times for each of both surfaces). After being cured for 7 days under the condition of a temperature of 20° C. and a humidity of 60%, test pieces were obtained. Two types of test pieces were obtained, one type using the “ordinary compounding,” the other using the “pervious compounding.” The test pieces thus obtained were used to perform the following wheel tracking test, twisting test, and bending test.
(Wheel Tracking Test)
For the test pieces using the “ordinary compounding,” the wheel tracking test was performed at a testing temperature of 60° C. in accordance with “3-7-1” and “3-7-3” of the “Pavement Testing Method Handbook” (“Hosou Shikenhou Binran” in Japanese) (published by Japan Road Association, November 1988) to obtain dynamic stability (times/mm). As the value of dynamic stability (times/mm) increases, the strength also increases to mitigate the occurrence of rutting, which may be preferred. Results are listed in Table 5. In Table 5, the results of each of the examples and comparative examples are listed in association with the type of the compounded lubricative solidification material and the compounding amount of the lubricative solidification material (here and hereinafter in Tables 6 and 7).
TABLE 5
Compounding amount of lubricative solidification material (wt% to total 100 wt% of
straight asphalt and lubricative solidification material)
0 5 10 15 20 25 30
Dynamic PM400-C (68 wt % of oleic acid) — 800 1,500 4,000 6,000 9,000 12,000
stability (Examples 1 to 6)
(times/mm) PM810 (71 wt % of oleic acid) — — — — 9,000 — —
(Example 7)
Tall oil fatty acid (40 to 50 wt % 500 600 880 1,400 1,900 4,000 7,000
of oleic acid) (Comparative
Examples 1 to 7)

(Twisting Test)
For the test pieces using the “pervious compounding,” the twisting test was performed at a testing temperature of 50° C. for 2 hours of the testing time in accordance with the “Measuring Method using a Twisted Aggregate Scattering Tester for Obtaining a Twisted Aggregate Scattering Value, Supplementary Volume of Pavement Performance Evaluation Method” to obtain an aggregate scattering ratio (%) of the aggregate from the test pieces. When a test piece disintegrated before the testing time of 2 hours passed, the disintegration time was obtained. In the twisting test, as the aggregate scattering ratio decreases, or the time before the test piece disintegrates increases, the durability to torque becomes high, which may be preferred. Results are listed in Table 6.
TABLE 6
Compounding amount of lubricative solidification material
(wt% to total 100 wt% of straight asphalt and
lubricative solidification material)
0 5 10 15 20 25 30
Aggregate PM400-C (68 wt % of oleic acid) — Disinteg- Disinteg- 25.2 6.0 3.4 3.2
scattering (Examples 1 to 6) ration ration
ratio (%) after 40 after 60
min. min.
PM810 (71 wt % of oleic acid) — — — — 5.6 — —
(Example 7)
Tall oil fatty acid (40 to 50 wt% Disinteg- Disinteg- Disinteg- Disinteg- 10.8 6.4 2.8
of oleic acid) (Comparative ration ration ration ration
Examples 1 to 7) after 25 after 30 after 40 after 100
min. min. min. min.

(Bending Test)
For the test pieces using the “ordinary compounding,” the bending test was performed at a testing temperature of −10° C. in accordance with the “Pavement Investigation/Testing Method Handbook B005” (“Hosou Chosa/Shikenhou Binran” in Japanese) to obtain breaking strain (×10−3 mm/mm). In the bending test, as the breaking strain increases, the flexibility becomes excellent to mitigate the occurrence of cracks, which may be preferred. Results are listed in Table 7.
TABLE 7
Compounding amount of lubricative solidification material
(wt% to total 100 wt% of straight asphalt and
lubricative solidification material)
0 5 10 15 20 25 30
Breaking PM400-C (68 wt % of oleic acid) — 2.6 2.9 3.4 3.8 4.1 4.3
strain (Examples 1 to 6)
(X10−3 PM810 (71 wt % of oleic acid) — — — — 4.2 — —
mm/mm) (Example 7)
Tall oil fatty acid (40 to 50 wt % 2.3 2.2 2.3 2.4 2.3 2.3 2.4
of oleic acid) (Comparative
Examples 1 to 7)
Evaluation of Examples 1 to 7 and Comparative Examples 1 to 7
As found from Tables 5 to 7, it can be confirmed that, when the lubricative solidification materials (“PM400-C” and “PM810”) containing oleic acid at a ratio of 60 to 85 wt % are used, the test pieces excellent in the dynamic stability (wheel tracking test), durability to torque (twisting test), and breaking strain (bending test) are obtained, and the effect of improving the strength, durability and flexibility is high, compared with when using the same additive amount of the lubricative solidification materials (tall oil fatty acid) which contain oleic acid at a ratio of 40 to 50 wt %.
Regarding “PM810”, only a test result in which the compounding amount of the lubricative solidification material is 20 wt % was shown, however, results when changing the compounding amount showed a same tendency as the results when “PM400-C” was used.
Example 8
An asphalt mixture was obtained in the same manner as in Example 1 except that the compounding amount of the lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD.) was 45 wt % to the total of 100 wt % of the straight asphalt and the lubricative solidification material. In Example 8, 100 parts by weight of aggregate having the combined gradation as listed in Table 1, 3.22 parts by weight of straight asphalt, 2.64 parts by weight of lubricative solidification material, and 0.66 parts by weight of ordinary Portland cement were used. In Example 8, only the “ordinary compounding” was prepared, and the “pervious compounding” was not prepared (here and hereinafter in Example 9 and Comparative Example 8).
Example 9
An asphalt mixture was obtained in the same manner as in Example 8 except that a lubricative solidification material (trade name “PM810” available from MIYOSHI OIL & FAT CO., LTD.) was used as substitute for the lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD).
Comparative Example 8
An asphalt mixture was obtained in the same manner as in Example 8 except that a lubricative solidification material (tall oil fatty acid, trade name “HARTALL FA-1” available from Harima Chemicals Group, Inc.) was used as substitute for the lubricative solidification material (trade name “PM400-C” available from MIYOSHI OIL & FAT CO., LTD).
Evaluation of Asphalt Mixtures of Examples 8 and 9 and Comparative Example 8
The asphalt mixtures of Examples 8 and 9 and Comparative Example 8 obtained in the above manner were each put into a mold (formwork) heated to the compaction temperature and water was then added to perform compaction (50 times for each of both surfaces). After being cured, test pieces were obtained. The test pieces included Test Pieces A obtained after curing for 1 hour under the condition of a temperature of 20° C. and a humidity of 60% and Test Pieces B obtained after curing for 7 days under the condition of a temperature of 20° C. and a humidity of 60%. The test pieces thus obtained were used to perform the following measurement of Marshal stability.
(Marshall Stability)
Measurement of Marshall stability was conducted using the obtained Test Pieces A and B. The measurement of Marshall stability was performed at 20° C. for Test Pieces A (curing time: 1 hour) and performed at 60° C. for Test Pieces B (curing time: 7 days). Results are listed in Table 8. As the value of Marshall stability (kN) increases, it can be determined that a stable and high-strength test piece is obtained at an earlier stage, which may be preferred.
TABLE 8
Marshall stability (kN)
Curing Curing
for 1 hour for 7 days
(Testing (Testing
temperature temperature
20° C.) 60° C.)
PM400-C (68 wt % of 5.6 12.8
oleic acid) (Example 8)
PM810 (71 wt % of oleic 5.7 14.1
acid) (Example 9)
Tall oil fatty acid (40 to
50 wt % of oleic acid) 5.3 11.4
(Comparative Example 8)
Evaluation of Examples 8 and 9 and Comparative Example 8
As found from Table 8, it can be confirmed that, when the lubricative solidification materials (“PM400-C” and “PM810”) containing oleic acid at a ratio of 60 to 85 wt % are used, the value of Marshall stability is high and the strength can be developed at an earlier stage compared with when using the same additive amount of the lubricative solidification materials (tall oil fatty acid) which contain oleic acid at a ratio of 40 to 50 wt %.

Claims (9)

The invention claimed is:
1. An asphalt mixture comprising an aggregate, an asphalt, a lubricative solidification material and an alkaline additive material that are mixed together,
wherein the lubricative solidification material contains a palmitic acid at a ratio of from 1 to 6 wt %, and an oleic acid at a ratio of from 67 to 85 wt %.
2. The asphalt mixture according to claim 1, wherein the lubricative solidification material contains a saturated fatty acid and an unsaturated fatty acid, and a weight ratio of the saturated fatty acid and the unsaturated fatty acid is from 1:99 to 20:80 as a weight ratio of “saturated fatty acid:unsaturated fatty acid”.
3. The asphalt mixture according to claim 1, wherein the lubricative solidification material contains a palmitic acid at a ratio of from 1 to 6 wt %, a stearic acid at a ratio of from 0.1 to 5 wt %, the oleic acid at a ratio of from 67 to 85 wt %, a linoleic acid at a ratio of from 5 to 30 wt %, and a linolenic acid at a ratio of from 0.1 to 5 wt %.
4. The asphalt mixture according to claim 1, wherein a content of the lubricative solidification material is from 1 to 60 wt % with respect to a total amount of 100 wt % of the asphalt and the lubricative solidification material.
5. The asphalt mixture according to claim 1, wherein a ratio of the lubricative solidification material and the alkaline additive material is within a range of from 100:10 to 100:300 as a weight ratio of “lubricative solidification material:alkaline additive material”.
6. A paving method comprising: adding a hardening accelerator to the asphalt mixture according to claim 1; and subjecting the lubricative solidification material and the alkaline additive material to saponification reaction or neutralization reaction thereby to enhance the strength.
7. A paving method comprising: adding an additional alkaline additive material and a hardening accelerator to the asphalt mixture according to claim 1; and subjecting the lubricative solidification material to saponification reaction or neutralization reaction with the additional alkaline additive material and the alkaline additive material which is included the asphalt mixture thereby to enhance the strength.
8. A process for production of the asphalt mixture according to claim 1, the process comprising:
a first step that mixes an aggregate heated to 100-170° C. and an asphalt heated to 130-170° C. using a mixing apparatus;
a second step that adds and mixes the lubricative solidification material to a mixture obtained in the first step; and
a third step that adds and mixes the alkaline additive material to a mixture obtained in the second step.
9. The process for production of an asphalt mixture according to claim 8, further comprising:
a fourth step that fills a bag comprising a moisture permeation preventing layer and a thermal fusion bonding layer with a mixture obtained in the third step and then thermally fuses and bonds the thermal fusion bonding layer thereby to enclose the mixture in the bag.
US15/175,678 2015-12-21 2016-06-07 Asphalt mixture, process for production of same, and paving method using same Active US9617425B1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2015248258A JP5916938B1 (en) 2015-12-21 2015-12-21 Asphalt mixture, method for producing the same, and pavement method using the same
JP2015-248258 2015-12-21

Publications (1)

Publication Number Publication Date
US9617425B1 true US9617425B1 (en) 2017-04-11

Family

ID=55951951

Family Applications (1)

Application Number Title Priority Date Filing Date
US15/175,678 Active US9617425B1 (en) 2015-12-21 2016-06-07 Asphalt mixture, process for production of same, and paving method using same

Country Status (2)

Country Link
US (1) US9617425B1 (en)
JP (1) JP5916938B1 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20180340067A1 (en) * 2017-05-24 2018-11-29 Poet Research, Inc. Enhanced alkyl ester containing oil compositions and methods of making and using the same
CN110054907A (en) * 2019-05-10 2019-07-26 湖南鑫长胜材料科技有限公司 Biology base Normal Atmospheric Temperature Liquid pitch and the preparation method and application thereof
US11912958B2 (en) 2018-06-11 2024-02-27 Poet Research, Inc. Methods of refining a grain oil composition
US11987832B2 (en) 2020-08-06 2024-05-21 Poet Research, Inc. Endogenous lipase for metal reduction in distillers corn oil

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6344873B1 (en) * 2017-04-25 2018-06-20 大林道路株式会社 High durability room temperature asphalt mixture
JP6458194B1 (en) * 2018-08-31 2019-01-23 世紀東急工業株式会社 Room temperature asphalt mixture

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1112475A (en) 1997-06-24 1999-01-19 Nichireki Co Ltd Paving cold-laid asphalt mix and its production
US20030091389A1 (en) * 2001-11-15 2003-05-15 Deery American Corporation Asphalt container systems
JP2010248472A (en) * 2009-03-25 2010-11-04 Maeda Road Constr Co Ltd Hot asphalt mixture for normal temperature installation
WO2011086722A1 (en) 2010-01-12 2011-07-21 前田道路株式会社 Ordinary-temperature application type hot-mix asphalt, process for production of same, and paving method using same
US20120060722A1 (en) * 2009-05-19 2012-03-15 Total Raffinage Marketing Bituminous binder for preparing low-temperature asphalt or coated materials
WO2015107762A1 (en) 2014-01-17 2015-07-23 前田道路株式会社 Asphalt mixture, method for producing same and paving method using same
JP2015143423A (en) 2014-01-31 2015-08-06 国立研究開発法人土木研究所 Cold application-type lightweight pavement material composition
JP2015206245A (en) 2014-04-23 2015-11-19 前田道路株式会社 Mixture for cut-off, and impervious structure using the same

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1112475A (en) 1997-06-24 1999-01-19 Nichireki Co Ltd Paving cold-laid asphalt mix and its production
US20030091389A1 (en) * 2001-11-15 2003-05-15 Deery American Corporation Asphalt container systems
JP2010248472A (en) * 2009-03-25 2010-11-04 Maeda Road Constr Co Ltd Hot asphalt mixture for normal temperature installation
JP5583978B2 (en) 2009-03-25 2014-09-03 前田道路株式会社 Room temperature construction type heated asphalt mixture
US20120060722A1 (en) * 2009-05-19 2012-03-15 Total Raffinage Marketing Bituminous binder for preparing low-temperature asphalt or coated materials
WO2011086722A1 (en) 2010-01-12 2011-07-21 前田道路株式会社 Ordinary-temperature application type hot-mix asphalt, process for production of same, and paving method using same
WO2015107762A1 (en) 2014-01-17 2015-07-23 前田道路株式会社 Asphalt mixture, method for producing same and paving method using same
US20150203684A1 (en) 2014-01-17 2015-07-23 Maeda Road Construction Co., Ltd. Asphalt mixture, process for production of same, and paving method using same
JP2015143423A (en) 2014-01-31 2015-08-06 国立研究開発法人土木研究所 Cold application-type lightweight pavement material composition
JP2015206245A (en) 2014-04-23 2015-11-19 前田道路株式会社 Mixture for cut-off, and impervious structure using the same

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
D. F. Zinkel, et al., Naval Stores, Production . Chemistry . Utilization, published by Harima Chemicals Group, Inc., Jun. 1993, 6 pages.
JP 2010-248472 Translation. *

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20180340067A1 (en) * 2017-05-24 2018-11-29 Poet Research, Inc. Enhanced alkyl ester containing oil compositions and methods of making and using the same
US10899928B2 (en) * 2017-05-24 2021-01-26 Poet Research, Inc. Enhanced alkyl ester containing oil compositions and methods of making and using the same
US11421109B2 (en) 2017-05-24 2022-08-23 Poet Research, Inc. Enhanced alkyl ester containing oil compositions and methods of making and using the same
US11760879B2 (en) 2017-05-24 2023-09-19 Poet Research, Inc. Enhanced alkyl ester containing oil compositions and methods of making and using the same
US11912958B2 (en) 2018-06-11 2024-02-27 Poet Research, Inc. Methods of refining a grain oil composition
US11952553B2 (en) 2018-06-11 2024-04-09 Poet Research, Inc. Methods of refining a grain oil composition
CN110054907A (en) * 2019-05-10 2019-07-26 湖南鑫长胜材料科技有限公司 Biology base Normal Atmospheric Temperature Liquid pitch and the preparation method and application thereof
US11987832B2 (en) 2020-08-06 2024-05-21 Poet Research, Inc. Endogenous lipase for metal reduction in distillers corn oil

Also Published As

Publication number Publication date
JP5916938B1 (en) 2016-05-11
JP2017114689A (en) 2017-06-29

Similar Documents

Publication Publication Date Title
US9617425B1 (en) Asphalt mixture, process for production of same, and paving method using same
US9617426B1 (en) Asphalt mixture, process for production of same, and paving method using same
US9434841B2 (en) Asphalt mixture, process for production of same, and paving method using same
AU2017302847B2 (en) Asphalt mixture, method for producing same and paving method using same
WO2011086722A1 (en) Ordinary-temperature application type hot-mix asphalt, process for production of same, and paving method using same
JPWO2011086722A1 (en) Room temperature construction type heated asphalt mixture, method for producing the same, and pavement method using the same
JP7025601B2 (en) Asphalt mixture and pavement method using it
CA2966073C (en) Asphalt mixture, process for production of same, and paving method using same
CA2966069C (en) Asphalt mixture, process for production of same, and paving method using same
JP6127194B1 (en) Recycled pavement mixture and pavement
JP2019143046A (en) Ordinary temperature asphalt mixture, hydrogenated ordinary temperature asphalt mixture, and manufacturing method of ordinary temperature asphalt mixture
JP2015143423A (en) Cold application-type lightweight pavement material composition
AU2017202921B1 (en) Asphalt mixture, process for production of same, and paving method using same
AU2017202947B1 (en) Asphalt mixture, process for production of same, and paving method using same
EP2118040A2 (en) Material mixture in particular of application as aggregate for concrete
JP2020066980A (en) Low-temperature construction type road repair material
JP5721768B2 (en) Asphalt composition for drainage pavement and method for producing the same
JP7386955B1 (en) Asphalt composition for asphalt pavement repair
WO2024111135A1 (en) Asphalt composition for repairing asphalt pavement
WO2024111136A1 (en) Method for repairing asphalt pavement
USRE19381E (en) Asphaltic cement

Legal Events

Date Code Title Description
AS Assignment

Owner name: MAEDA ROAD CONSTRUCTION CO., LTD, JAPAN

Free format text: ASSIGNMENT OF ASSIGNORS INTEREST;ASSIGNORS:MORIYASU, HIROCHIKA;KOSHI, KENTARO;TANIGUCHI, HIROSHI;AND OTHERS;REEL/FRAME:038835/0814

Effective date: 20160519

STCF Information on status: patent grant

Free format text: PATENTED CASE

MAFP Maintenance fee payment

Free format text: PAYMENT OF MAINTENANCE FEE, 4TH YEAR, LARGE ENTITY (ORIGINAL EVENT CODE: M1551); ENTITY STATUS OF PATENT OWNER: LARGE ENTITY

Year of fee payment: 4